Package 1 - Gabreski - Plans.pdf

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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NEW YORK DISTRICT

AUGUST 2025

F.S. GABRESKI ANG BASE, NEW YORK

COMBAT RESCUE HELICOPTER OPERATIONAL

FLIGHT TRAINER FACILITY 100% DESIGN

WKVB179041

100% DESIGN

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JAMWILLIAM

Text Box

N. PICIOCCO

US Army Corps of Engineers ®

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SHEET LIST

SHEET NUMBER Sheet Name

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

G-003 GENERAL NOTES, ABBREVIATIONS

G-010 CODE ANALYSIS

G-011 CODE COMPLIANCE SITE PLAN

G-101 LIFE SAFETY FLOOR PLAN

CIVIL

C-001 CIVIL LEGENDS AND ABBREVIATIONS

C-002 CIVIL GENERAL NOTES

C-003 EROSION CONTROL GENERAL NOTES

C-004 CONSTRUCTION ACCESS & STAGING PLAN

VF101 EXISTING CONDITIONS PLAN

BB601 CIVIL BORING LOCATION PLAN

BB602 CIVIL BORE LOGS

CD101 DEMOLITION PLAN

CS101 CIVIL SITE PLAN BASE BID

CS102 CIVIL SITE PLAN BASE BID HORIZONTAL CONTROL

CS103 CIVIL SITE PLAN OPTION

CG101 EROSION CONTROL PLAN 1 OF 2

CG102 EROSION CONTROL PLAN 2 OF 2

CG103 GRADING PLAN

CG104 DRAINAGE PLAN

CG201 STORMWATER PROFILES

CG301 SITE SECTIONS - SHEET 1 OF 2

CG302 SITE SECTIONS - SHEET 2 OF 2

CU101 UTILITY PLAN

CU102 UTILITY HORIZONTAL CONTROL

CU201 UTILITY PROFILES - 1 OF 7

CU202 UTILITY PROFILES - 2 OF 7

CU203 UTILITY PROFILES - 3 OF 7

CU204 UTILITY PROFILES - 4 OF 7

CU205 UTILITY PROFILES - 5 OF 7

CU206 UTILITY PROFILES - 6 OF 7

CU207 UTILITY PROFILES - 7 OF 7

C-501 SITE DETAILS 1 OF 12

C-502 SITE DETAILS 2 OF 12

C-503 SITE DETAILS 3 OF 12

C-504 SITE DETAILS 4 OF 12

C-505 SITE DETAILS 5 OF 12

C-506 SITE DETAILS 6 OF 12

C-507 SITE DETAILS 7 OF 12

C-508 SITE DETAILS 8 OF 12

C-509 SITE DETAILS 9 OF 12

C-510 SITE DETAILS 10 OF 12

C-511 SITE DETAILS 11 OF 12

C-512 SITE DETAILS 12 OF 12

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-101 FOUNDATION PLAN

S-102 LOWER ROOF FRAMING PLAN

S-103 BRIDGE CRANE AND UPPER ROOF FRAMING PLAN

S-201 FRAMING ELEVATIONS 1 OF 6

S-202 FRAMING ELEVATIONS 2 OF 6

S-203 FRAMING ELEVATIONS 3 OF 6

S-204 FRAMING ELEVATIONS 4 OF 6

S-205 FRAMING ELEVATIONS 5 OF 6

S-206 FRAMING ELEVATIONS 6 OF 6

S-210 BRACE FRAME ELEVATIONS 1 OF 2

S-211 BRACE FRAME ELEVATIONS 2 OF 2

S-301 FOUNDATION DETAILS 1 OF 3

S-302 FOUNDATION DETAILS 2 OF 3

S-303 FOUNDATION DETAILS 3 OF 3

S-401 MASONRY DETAILS 1 OF 3

S-402 MASONRY DETAILS 2 OF 3

S-403 MASONRY DETAILS 3 OF 3

S-501 TYPICAL STRUCTURAL DETAILS 1 OF 4

S-502 TYPICAL STRUCTURAL DETAILS 2 OF 4

S-503 TYPICAL STRUCTURAL DETAILS 3 OF 4

S-504 TYPICAL STRUCTURAL DETAILS 4 OF 4

S-510 TYPICAL CRANE RAIL DETAILS

S-511 ROOF FRAMING SECTIONS 1 OF 2

S-512 ROOF FRAMING SECTIONS 2 OF 2

S-520 BRACE DETAILS 1 OF 3

S-521 BRACE DETAILS 2 OF 3

S-522 BRACE DETAILS 3 OF 3

ARCHITECTURAL

A-002 GENERAL ABA NOTES

A-003 TYPICAL ABA DETAILS

A-100 DEPARTMENT PLAN

A-101 FIRST FLOOR PLAN

A-102 FIRST FLOOR FURNITURE / INTERIOR DIMENSION PLAN

A-103 HIGH SIMULATOR BAY / LOWER ROOF PLAN

A-104 UPPER ROOF PLAN

A-105 FIRST FLOOR REFLECTED CEILING PLAN

A-106 HIGH SIMULATOR BAY REFLECTED CEILING PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-203 ENLARGED EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-311 WALL SECTIONS

A-401 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-402 ENLARGED IG ROOM PLAN AND DETAILS

A-403 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-501 PARTITION TYPES

A-502 EXTERIOR WALL TYPES

A-531 WALL DETAILS 1 OF 3

A-532 WALL DETAILS 2 OF 3

A-533 WALL DETAILS 3 OF 3

A-541 PLAN DETAILS 1 OF 3

SHEET LIST

SHEET NUMBER Sheet Name

A-542 PLAN DETAILS 2 OF 3

A-543 PLAN DETAILS 3 OF 3

A-601 DOOR & ROOM FINISH SCHEDULES, DOOR AND FRAME TYPES

A-602 DOOR DETAILS 1 OF 2

A-603 DOOR DETAILS 2 OF 2

A-604 WINDOW TYPES AND DETAILS

A-605 STOREFRONT DETAILS

A-701 SIGNAGE PLAN AND NOTES

A-702 SIGNAGE SCHEDULE DETAILS

FIRE PROTECTION

F-101 FIRE PROTECTION FLOOR PLAN

F-401 FIRE PROTECTION ENLARGED PLANS

F-501 FIRE PROTECTION DETAILS

F-502 FIRE PROTECTION DETAILS - BID OPTION

FA001 FIRE ALARM SYMBOLS AND ABBREVIATIONS

FA101 FIRE ALARM FLOOR PLAN

FA501 FIRE ALARM DETAILS

FA502 FIRE ALARM DETAILS

FA503 FIRE ALARM DETAILS

PLUMBING

P-001 PLUMBING LEGEND

P-100 FOUNDATION PLUMBING PLAN

P-101 PLUMBING PLAN

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLAN - BID OPTION

P-601 PLUMBING SCHEDULES

MECHANICAL

M-001 MECHANICAL GENERAL NOTES, ABBREVIATIONS

M-101 HVAC PLAN

M-301 HVAC SECTIONS

M-401 HVAC ENLARGED PLANS

M-501 MECHANICAL DETAILS 1 OF 3

M-502 MECHANICAL DETAILS 2 OF 3

M-503 MECHANICAL DETAILS 3 OF 3

M-601 HVAC SCHEDULES 1 OF 2

M-602 HVAC SCHEDULES 2 OF 2

M-701 MECHANICAL CONTROLS 1 OF 4

M-702 MECHANICAL CONTROLS 2 OF 4

M-703 MECHANICAL CONTROLS 3 OF 4

M-704 MECHANICAL CONTROLS 4 OF 4

ELECTRICAL

E-001 SYMBOLS AND ABBREVIATIONS 1 OF 2

E-002 SYMBOLS AND ABBREVIATIONS 2 OF 2

E-101 LIGHTING PLAN

E-110 POWER PLANS

E-111 ROOF PLAN AND LIGHTNING PROTECTION LAYOUT

E-501 ELECTRICAL DETAILS 1 OF 3

E-502 ELECTRICAL DETAILS 2 OF 3

E-503 ELECTRICAL DETAILS 3 OF 3

E-510 LUMINAIRE PLATES, INTERIOR

E-511 LUMINAIRE PLATES, EXTERIOR

E-512 LIGHTING DETAILS

E-600 LOW VOLTAGE POWER ONE-LINE DIAGRAM AND FEEDER SCHEDULE

E-601 MEDIUM VOLTAGE POWER ONE-LINE DIAGRAM

E-701 ELECTRICAL PANEL SCHEDULES

E-702 ELECTRICAL PANEL SCHEDULES

E-710 LIGHTING SCHEDULE AND DETAILS

EG110 GROUNDING PLAN AND DIAGRAM

ES101 ELECTRICAL SITE PLAN

ES102 LIGHTING SITE PLAN

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS SYMBOLS AND ABBREVIATIONS

T-101 TELECOMMUNICATIONS FLOOR PLAN

T-102 TELECOMMUNICATIONS RCP

T-401 TELECOMMUNICATIONS ENLARGED FLOOR PLAN - SECURE TELECOM ROOM 112

T-402 TELECOMMUNICATIONS ENLARGED FLOOR PLAN - COMPUTER IMAGE GENERATOR ROOM 118

T-501 TELECOMMUNICATIONS DETAILS 1

T-502 TELECOMMUNICATIONS DETAILS 2

T-503 TELECOMMUNICATIONS DETAILS 3

T-504 TELECOMMUNICATIONS DETAILS 4

T-505 TELECOMMUNICATIONS DETAILS 5

T-601 TELECOMMUNICATIONS RISER DIAGRAMS

TS101 TELECOMMUNICATIONS SITE PLAN

TY101 SECURITY FLOOR PLAN

TY102 BLUE LIGHT FLOOR PLAN

TY501 SECURITY DETAILS

TY502 SECURITY DETAILS

DRAWING SHEET TOTAL: 170

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TOTAL GENERAL SHEETS

TOTAL CIVIL SHEETS

TOTAL STRUCTURAL SHEETS

TOTAL ARCHITECTUAL SHEETS

TOTAL PLUMBING SHEETS

TOTAL MECHANICAL SHEETS

TOTAL ELECTRICAL SHEETS

TOTAL TELECOMMUNICATIONS SHEETS

TOTAL FIRE PROTECTION SHEETS

JAMWILLIAM

DRAWING ABBREVIATIONS

INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

ANNOTATION CALLOUTS/DRAWING SYMBOLS

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND

RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

SHEET NUMBER WITHIN SERIES

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

SHEET NUMBER

SHEET NUMBER

SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

A201

A204

A301

A401

ROOM

100'

LEVEL 01

100'

A

PLAN NORTH

DOOR TAG101

WINDOW TAGW-01

EW1.2 EXTERIOR WALL

ASSEMBLY TAG

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRTD TREATED

TV TELEVISION

1. FLOOR LINE REFERS TO TOP OF CONCRETE SLABS. FINISH FLOORING IS

INSTALLED ABOVE THE FLOOR LINE. FOR DEPRESSED FLOORS AND

CURBS, SEE STRUCTURAL DRAWINGS.

2. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL

BE COMPLETLY PROVIDED AS IF DRAWN IN FULL.

3. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY

SECTION CUT, BY NOTE, OR BY DETAIL LINE. INCORPORATE SIMILAR

DETAILS AT SIMILAR CONDITIONS UNLESS OTHERWISE NOTED.

CONTRACTOR MAY REQUEST A CLARIFICATION IF REQUIRED,

OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL.

GENERAL NOTES

US Army Corps of Engineers ®

SHEET ID

U S

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JAMWILLIAM

SHEET ID

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3 5 7 9 11 13 15 17 19

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C O

D E

A N

A L Y

S

IS

F .S

G

A B

R E

S K

I A

N G

B A

S E

N

E W

Y O

R K

E S

H O

W A

L T

E R

T F

R E

E M

A N

R R

IC

H

T E

R

A U

G U

S T

C O

M B

A T

R E

S C

U E

H E

L

IC

O P

T E

R O

P E

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TOTAL BUILDING AREA 8,202 FT2

ALLOWABLE BUILDING AREA (SPRINKLERED THROUGHOUT - 1 STORY) 70,000 FT2

MOST RESTRICTIVE OCCUPANCY ,S-1 STORAGE (IBC TABLE 506.2)

ACTUAL HEIGHT/STORIES 46 FEET - 5 INCHES / 1 STORY

ALLOWABLE HEIGHT/STORIES 75 FEET / 4 STORIES (TABLES 504.3 AND 504.4)

TYPE OF CONSTRUCTION TYPE IIB - ANY NON COMBUSTIBLE - NON FIRE RATED MATERIAL

ALLOWED BY IBC. (NFPA 220 TYPE 000)

4. CONSTRUCTION TYPE

MIXED USE APPROACH

NON- SEPARATED BUSINESS AND STORAGE-ORDINARY HAZARD (IBC

SECTION 508.3)

BUSINESS AND MODERATE HAZARD STORAGE- S-1 (IBC)

OCCUPANCY CLASSIFICATION NEW BUSINESS AND STORAGE- ORDINARY HAZARD(NFPA 101)

3. BUILDING USE AND OCCUPANCY

FIRE DEPARTMENT ACCESS ROADS (NFPA 1 - SECTION 18.2.3.2) SHALL BE PROVIDED SUCH THAT ANY PORTION OF THE

FACILITY OR ANY PORTION OF AN EXTERIOR WALL OF THE FIRST STORY OF THE BUILDING IS LOCATED NOT MORE THAN

450 FT FROM FIRE DEPARTMENT ACCESS ROADS AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE

BUILDING OR FACILITY.

A FIRE PUMP IS REQUIRED. A BID OPTION TO NOT PROVIDE THE FIRE PUMP IS PROVIDED.

THE BUILDING IS REQUIRED TO BE EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM AND FIRE ALARM SYSTEM PER

DAFMAN 91-203.

THE BUILDING WILL BE CLASSIFIED AS 1 STORY OF TYPE IIB (NFPA 220 TYPE 000) CONSTRUCTION IN ACCORDANCE WITH

IBC SECTION 503 AND SECTIONS 504.2.

HH-60W COMBAT RESCUE HELICOPTER (CRH) TRAINER FACILITY REPORT (TFR) (15

JANUARY 2024 -DRAFT 4)

DOD 5200.01-V3 DOD INFORMATION SECURITY PROGRAM PROTECTION OF CLASSIFIED

INFORMATION (NUMBER 5200.01, VOLUME 3 FEBRUARY 24, 2012 INCORPORATING

CHANGE 3, EFFECTIVE JULY 28, 2020)

DAFMAN 91-203, 25 MARCH 2022

ANG-ETL 01-18 FIRE PROTECTION DESIGN GUIDANCE, OCT 24 2001

STANDARD FOR INSTALLATION OF

AIR-CONDITIONING AND VENTILATING SYSTEMS

NFPA 90A - 2024

STANDARD FOR THE FIRE PROTECTION OF

INFORMATION TECHNOLOGY EQUIPMENT

NFPA 75 - 2024

NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 72 - 2025

NATIONAL ELECTRICAL CODE (NEC) NFPA 70 - 2023

STANDARD FOR THE INSTALLATION OF

STATIONARY PUMPS FOR FIRE PROTECTION

NFPA 20 - 2022

STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS

NFPA 13 - 2022

STANDARD FOR PORTABLE FIRE

EXTINGUISHERS

NFPA 10 - 2022

FIRE CODE AND FIRE DEPARTMENT ACCESS

ROADS

NFPA 1 - 2021

ACCESSIBILITY ABA (JULY 2008)

FUEL GAS CODE NFPA 54 -2021 (ANSI Z223.1) NATIONAL FUEL GAS CODE

ENERGY CODE UFC 1-200-02, CHANGE 01, 03 JANUARY 2022

ELECTRICAL CODE IBC 2021 CHAPTER 27 EXCEPT AS MODIFIED BELOW AND BY UFC

3-501-01, CHANGE 1, 01 NOVEMBER 2019

PLUMBING CODE IBC 2021 CHAPTER 29 EXCEPT AS MODIFIED BY UFC 3-420-01, 01 APRIL

MECHANICAL CODE IBC 2021 CHAPTER 28 EXCEPT AS MODIFIED BY UFC 3-401-01, CHANGE

1, OCTOBER 2015

FIRE PROTECTION ENGINEERING FOR

FACILITIES

UFC 3-600-01, CHANGE 6, 6 MAY 2021

LIFE SAFETY CODE NFPA 101 - 2024

BUILDING CODE UFC 1-200-01 DOD BUILDING CODE, CHANGE 3, 26 FEBRUARY 2024

2. CODES AND STANDARDS

THE PROJECT SCOPE IS TO CONSTRUCT A NEW HELICOPTER TRAINING BUILDING AT GABRESKI ANG.

1. PROJECT DESCRIPTION

MINIMUM FIRE HYDRANT FLOW 1,000 GPM (FULLY SPRINKLERED BUILDING)

OUTLET TYPE SMOOTH AND

ROUNDED = 0.90 COEFFICIENT OF

DISCHARGE

OUTLET DIA 2.5 INCHES

FLOW 1,452GPM @ 20 PSI

RESIDUAL FLOW 919 GPM

RESIDUAL 40 PSI

STATIC 55 PSI

PITOT 30 PSI

DOMESTIC WATER SUPPLY TESTING 7/26/2023

11. FIRE FLOW ANALYSIS

AREAS OF REFUGE NOT REQUIRED (NFPA 101 SECTION 38.2.2.12.2).

MEANS OF EGRESS FOR THE DISABLED

EMERGENCY LIGHTING REQUIRED IN STORAGE OCCUPANCY ONLY (NFPA 101 SECTION 38.2.9 AND 42.2.9).

EGRESS ILLUMINATION 1 FOOT-CANDLE ON NORMAL POWER THROUGHOUT (NFPA 101 SECTION 7.8.1.3 (2))

EXIT SIGNS ALL SPACES - EXIT SIGNS REQUIRED. SPACES WHERE ONE EXIT PATH IS ALLOWED (NFPA

101 SECTION 7.10.1.2.1) - NOT REQUIRED.

LIGHTS

SINGLE EXITS ACCESS PERMITTED BY COMMON PATH OF TRAVEL (NFPA 101 SECTION

38.2.4.2 AND 42.2.4.2)

NUMBER OF EXITS MULTIPLE EXITS FROM BUILDING REQUIRED (NFPA 101 SECTION 38.2.4.2 AND 42.2.4)

NUMBER OF EXITS FROM SPACES

DOOR 80 IN. (NFPA 101 SECTION 7.2.1.2.1.1(6))

ROOMS 90 IN. (NFPA 101 SECTION 7.1.5.1)

MINIMUM CLEAR HEIGHT

MINIMUM WIDTH DOOR 32 IN CLEAR (NFPA 101 SECTION 7.2.1.3.2 (1))

DOORS 0.2 IN PER PERSON - OCCUPANT LOAD FACTOR (NFPA 101 TABLE 7.3.3.1)

EXIT WIDTHS

COMMON PATH OF TRAVEL 100 FEET IN ORDINARY HAZARD STORAGE OCCUPANCY (NFPA 101 SECTION 42.2.5)

TRAVEL DISTANCE 400 FEET IN ORDINARY HAZARD STORAGE OCCUPANCY (NFPA 101 SECTION 42.2.6)

DEAD ENDS 100 FEET IN ORDINARY HAZARD STORAGE OCCUPANCY (NFPA 101 SECTION 42.2.5)

COMMON PATH OF TRAVEL 100 FEET IN BUSINESS OCCUPANCY (NFPA 101 SECTION 38.2.5.2.1)

TRAVEL DISTANCE 300 FEET IN BUSINESS OCCUPANCY (NFPA 101 SECTION 38.2.6.3)

DEAD ENDS 50 FEET IN BUSINESS OCCUPANCY (NFPA 101 SECTION 38.2.5.2.1)

TRAVEL DISTANCES (SPRINKLERED BUILDING)

IN THE DIRECTION OF EGRESS REQUIRED WHEN SERVING 50 OR MORE (NFPA 101 SECTION 7.2.1.4.2)

DOOR SWING

PERMITTED EXIT DOOR HARDWARE PANIC HARDWARE REQUIRED

DOOR HARDWARE

IT EQUIPMENT ROOMS 300 (GROSS) - SEE PLANS FOR OCCUPANT LOADS UFC 3-600-01 TABLE 10-1

CONFERENCE ROOMS (TABLES AND CHAIRS) 15 (NET) - SEE PLANS FOR OCCUPANT LOADS UFC 3-600-01 TABLE 10-1

IT EQUIPMENT ROOMS 300 (GROSS) - SEE PLANS FOR OCCUPANT LOADS UFC 3-600-01 TABLE 10-1

MECHANICAL/STORAGE ROOMS 500 (GROSS) - SEE PLANS FOR OCCUPANT LOADS UFC 3-600-01 TABLE 10-1

OFFICE AREAS (CONCENTRATED USE) 50 (GROSS) - SEE PLANS FOR OCCUPANT LOADS NFPA 101 TABLE 7.3.1.2

OFFICE AREAS 150 (GROSS) - SEE PLANS FOR OCCUPANT LOADS NFPA 101 TABLE 7.3.1.2

OCCUPANT LOAD FACTORS (NFPA 101 TABLE 7.3.1.2 AND

UFC 3-600-01 - CH10)

(SQUARE FEET PER PERSON)

10. EXITING

FIRE EXTINGUISHERS REQUIRED AND GOVERNMENT FURNISHED (NFPA 101 SECTION 38.3.5 AND 42.3.5)

MASS NOTIFICATION SYSTEM A MASS NOTIFICATION SYSTEM IS REQUIRED IN ACCORDANCE WITH UFC 4-010-01

FIRE ALARM SYSTEM REQUIRED. UFC 3-600-01 - SECTION 9-18.1. SMOKE DETECTION IS BEING PROVIDED INSIDE

SIMULATORS PER THE HH-60W COMBAT RESCUE HELICOPTER (CRH) TRAINER FACILITY

REPORT (TFR). SEE FIRE ALARM DRAWINGS FOR ADDITIONAL SMOKE DETECTION.

AUTOMATIC SPRINKLER SYSTEM FIRE SPRINKLERS ARE PROVIDED (DAFMAN 91-203, 25 MARCH 2022)

9. FIRE PROTECTION SYSTEMS

BUSINESS OCCUPANCY-INTERIOR FLOOR FINISH WILL COMPLY WITH NFPA 101 - SECTION

10.2. STORAGE OCCUPANCIES ARE NOT REQUIRED TO COMPLY WITH NFPA 101- SECTION

10.2.7

FLOOR FINISH DOC FF 1-70 "PILL TEST", (FEDERALLY MANDATED)

OTHER SPACES CLASS A, B, OR C

WALL AND CEILING FINISH (NFPA 101 CHAPTER 10)

STORAGE (STORAGE ROOMS/ ELEC/MECH ROOMS)

OTHER SPACES; CLASS A, B, OR C

EXIT ACCESS CORRIDORS CLASS A OR B

WALL AND CEILING FINISH (NFPA 101 CHAPTER 10)

WALL AND CEILING FINISH BUSINESS OCCUPANCIES (OPEN OFFICES/TRAINING ROOMS)

8. INTERIOR FINISH

WALL PENETRATIONS F RATING EQUAL TO THE RATING OF THE WALL PENETRATED (IBC SECTION 714.4)

7. FIRE AND SMOKE PROTECTION

CORRIDORS 0-HOUR (NFPA 101 SECTION 38.36 AND 8.7)

COMPUTER IMAGE GENERATOR (IG) ROOM 1-HOUR FIRE BARRIER (NFPA 75 SECTION 6.1.3)

FIRE PUMP ROOM 1-HOUR FIRE BARRIER (NFPA 20 SECTION 4.14.1.1.2 AND TABLE 4.14.1.1.2)

OFT SIMULATOR BAY 1-HOUR FIRE BARRIER (NFPA 75 SECTION 6.1.3)

MECHANICAL AND STORAGE ROOM 0-HOUR SMOKE PARTITION (NFPA 101 SECTION 38.3.2.1 AND 8.7)

6. PROTECTION FROM HAZARDS

FLOOR CONSTRUCTION 0-HOUR (IBC TABLE 601)

ROOF COVERING CLASS A OR B (UFC 3-600-01, SECTION 15-1)

ROOF CONSTRUCTION 0-HOUR (IBC TABLE 601)

EXTERIOR NONBEARING WALLS 0-HOUR CONSTRUCTION (IBC TABLE 601)

EXTERIOR WALL 0-HOUR FIRE SEPARATION DISTANCE GREATER THAN 10 FEET (IBC TABLE 705.5)

INTERIOR AND EXTERIOR BEARING WALLS 0-HOUR (IBC TABLE 601)

(COLUMNS, BEAMS & GIRDERS CONNECTING TO COLUMNS, BEARING WALLS & DIAGONALS , GRAVITY LOADS)

STRUCTURAL FRAME 0-HOUR (IBC TABLE 601)

5. CONSTRUCTION FEATURES OF TYPE IIB (NFPA 220 TYPE 000) CONSTRUCTION

D E

S

IG

N /1

/2

JAMWILLIAM

Wx WxWx Wx

W

W

W WW W

W

W

Wx WxWx Wx

WW

W

W

WW

Wo Wo

W W W W

FIRE HOSE DISTANCE

231 FT

FIRE HOSE DISTANCE

250 FT

K

FIRE DEPARTMENT

CONNECTION

FIRE DEPARTMENT

ACCESS

FIRE HYDRANT DISTANCE

TO FDC 94 FT

POST INDICATOR VALVE

COMBAT RESCUE HELICOPTER

OPERATIONAL FLIGHT TRAINER

FACILITY

ASSUMED PROPERTY

LINE

FIRE HYDRANT

ISOLATION VALVE

/2

/2

FIRE DEPARTMENT

MAIN ENTRANCE

W o

10' - 0"

10' - 0"

IMAGINARY LOT LINE

(FOR REFERENCE ONLY)

39' - 7"

W

K

FIRE HYDRANT

FIRE DEPARTMENT CONNECTION (FDC)

CONTROL VALVE

FIRE HOSE DISTANCE

EXISTING UNDERGROUND WATER MAIN

UNDERGROUND WATER MAIN

KNOX BOX

SITE CODE COMPLIANCE SYMBOLS

Wx

Wo UNDERGROUND WATER MAIN BID OPTION

US Army Corps of Engineers ®

SHEET ID

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D R

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S

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N E

D B

Y

S U

B M

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E D

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S

IZ

E

C H

E C

K E

D B

Y

A N

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IS

S

U E

D A

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C O

N T

R A

C T

N O

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L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

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D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

H D

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IN

C

T

IC

E

B L V

D ,S

T E

O D

C L

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F L

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N E

W Y

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C O

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L

IA

N C

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IT

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P L A

N

F .S

G

A B

R E

S K

I A

N G

B A

S E

N

E W

Y O

R K

E S

H O

W A

L T

E R

T F

R E

E M

A N

R R

IC

H

T E

R

A U

G U

S T

C O

M B

A T

R E

S C

U E

H E

L

IC

O P

T E

R O

P E

R A

T

IO

N A

L F

L

IG

H T

T R

A

IN

E R

F A

C

IL

IT

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W K

V B

1" = 20'-0"E1

CODE COMPLIANCE SITE PLAN

D E

S

IG

N /1

/2

0 10' 20' 40'

PLAN NORTH

13. NO PROTECTION SYSTEMS ARE LOCATED OUTSIDE OF BUILDING.

12. BACKFLOW PREVENTION ASSEMBLY LOCATED ON FIRE RISER IN FIRE PUMP ROOM.

11. NO HAZARDOUS MATERIAL SPILL CONTAINMENT.

10. NO WATER STORAGE TANKS.

9. FIRE PUMP ROOM - SOUTHWEST SIDE OF BUILDING.

8. FIRE HYDRANTS ARE AS SHOWN.

7. FIRE DEPARTMENT CONNECTIONS ARE PRESENT AS SHOWN ON THIS DRAWING.

6. INTENDED FIRE DEPARTMENT MAIN ENTRANCES TO FACILITY ARE LOCATED ON THE

SOUTHWEST SIDE OF THE BUILDING.

5. SEE CIVIL DRAWINGS FOR TYPE AND QUANTITY OF ANTITERRORISM SECURE ACCESS.

4. FIRE LANE WIDTH AND APPROACH ROADS ARE SHOWN ON THIS DRAWING.

3. FIRE DEPARTMENT ACCESS IS SHOWN ON THIS DRAWING.

2. NO BUILDING PERIMETER USED FOR FRONTAGE INCREASES.

1. ASSUMED PROPERTY LINES OR MINIMUM SEPARATION DISTANCES FROM ADJACENT

BUILDINGS NOT REQUIRED - SHOWN FOR REFERENCE ONLY.

GENERAL NOTES

JAMWILLIAM

SP SP SP SP SP

T D

-1 T

D -1

T D

-1 T

D -1

T D

-1

T D

-2 T

D -2

TD-2 TD-2TD-2 TD-2 TD-2

CP-1CP-1

T D

-1 T

D -1

C P

-2 C

P -2

C P

-3 C

P -3

CP-3 CP-3CP-3

DE-1DE-1 DE-1

SP SP SP SP

S P

S P

S P

S P

S P

S P

SP SP SP SP SP

S P

S P

S P

S P

S P

S P

S P

S

P SP SP SP SP SP

SP SP

S

P

SP SP

S

P S

P

CP-1CP-1

S P

S

PSP SP SP SP

SP SP

S P

S

PSP SP

S P

S P

SP

CLEAR DOOR WIDTH [FEET - INCHES]

OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

ABC FIRE EXTINGUISHER

OTHERS

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL

LIGHTING DRAWINGS (E SERIES).

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

COMMON PATH

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

TD

CP

EXIT DISCHARGE ARROW

EXIT DISCHARGE

A

B

WALL RATINGS

SMOKE PARTITION

CLEAN AGENT FIRE EXTINGUISHER

1 HOUR FIRE BARRIER

DEAD END DE

SPARE PARTS /

PARTS STORAGE

COMPUTER

IMAGE

GENERATOR (IG)

BRIEFING / AAR

DEBRIEFING

MISSION

PLANNING

FACILITY

SUPPORT STAFF

OFFICE

INSTRUCTORS

OPERATORS

OFFICE

COFFEE BAR

STATION

OFT SIMULATOR

BAY

SECURE

TELECOM

MECHANICAL

ELECTRICAL

VESTIBULE

FIRE PUMP

SECURE

CORRIDOR

MEN'S TOILET

WOMEN'S TOILET

JAN

STORAGE

OFFICE

CORRIDOR

DEVICE

MAINTENANCE

OFFICE

DOOR

2' - 8"

100A

DOOR

5' - 8"

DOOR

2' - 8"

110B

DOOR

2' - 8"

DOOR

5' - 8"

120B

E

D

C.4

B.6

A

B

C

2 2.81.9

B.2

431.5 2.5

OCCUPANT LOAD LEGEND

ASSEMBLY USE CONCENTRATED LESS (WITHOUT FIXED SEATING)

BUSINESS USE

IT EQUIPMENT

MECH/ELEC/STORAGE ROOMS

123' - 10 1/2"

FIRE BARRIER TO

EXTEND TO TRENCH

2.6 3.2 3.91.4

DOOR

2' - 8"

B.6

A

B

2.8

B.2

FACILITY

SUPPORT STAFF

OFFICE

COFFEE BAR

STATION

VESTIBULE

DOOR

2' - 8"

100A

WOMEN'S TOILET

JAN.

FIRE RISER

3.2 3.9

DOOR

2' - 8"

MEN'S TOILET

INSTRUCTORS

OPERATORS

OFFICE

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

H D

R

IN

C

T

IC

E

B L V

D ,S

T E

O D

C L

IF

F L

A K

E

N E

W Y

O R

K D

IS

T

R

IC

T F

E D

E R

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MEANS OF EGRESS ARRANGEMENT DISTANCE

SCHEDULE - BUILDING SUMMARY

EGRESS

PATH ID

EGRESS DISTANCE

PROVIDED

MAXIMUM

PERMITTED

CP-1 18' - 0" 100' - 0"

CP-2 44' - 6" 100' - 0"

CP-3 52' - 0" 100' - 0"

DE-1 28' - 6" 50' - 0"

TD-1 113' - 0" 300' - 0"

TD-2 71' - 6" 300' - 0"

MEANS OF EGRESS WIDTH CAPACITY

EXIT ID

PROVIDED EGRESS CAPACITY - LEVEL

COMPONENTS & RAMPS

EGRESS

CAPACITY

FACTOR

CLEAR

WIDTH

OCCUPANT LOAD

CAPACITY

100A 0.2 2' - 8" 160

107 0.2 2' - 8" 160

110B 0.2 2' - 8" 160

111 0.2 5' - 8" 340

115 0.2 2' - 8" 160

120B 0.2 5' - 8" 340

1/8" = 1'-0"B1

LIFE SAFETY FLOOR PLAN - BASE BID

PLAN NORTH

D E

S

IG

N /1

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0 4' 8' 16'

TOTAL 7391 120

120 OFT SIMULATOR BAY 3592 150 24

119 SPARE PARTS / PARTS STORAGE 412 500 1

118 COMPUTER IMAGE GENERATOR (IG) 651 300 3

117 DEVICE MAINTENANCE OFFICE 225 15 15

116 BRIEFING / AAR DEBRIEFING 565 15 38

115 ELECTRICAL 96 150 1

114 STORAGE 36 500 1

113 MISSION PLANNING 217 15 15

112 SECURE TELECOM 149 500 1

111 MECHANICAL 240 500 1

110 SECURE CORRIDOR 366 150 3

108 OFFICE CORRIDOR 131 150 1

107 FIRE PUMP 126 500 1

106 WOMEN'S TOILET 59 150 1

105 MEN'S TOILET 110 150 1

104 JAN 17 500 1

103 INSTRUCTORS OPERATORS OFFICE 128 50 3

102 COFFEE BAR STATION 73 15 5

101 FACILITY SUPPORT STAFF OFFICE 128 50 3

100 VESTIBULE 70 150 1

NUMBER NAME AREA (SF)

OCCUPANT LOAD

FACTOR

[SF/person]

OCCUPANT

LOAD

OCCUPANT LOAD ROOM SCHEDULE

1/8" = 1'-0"B12

LIFE SAFETY FLOOR PLAN - BID OPTION

TOTAL 120

120B 12

115 1

111 1

110B 52

107 1

100A 53

EXIT DOOR OCCUPANT LOAD

DOOR EGRESS LOAD

JAMWILLIAM

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SAN

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LEGEND ABBREVIATIONS

EXISTING FEATURES

PROPOSED FEATURES

ASPHALT EDGE

BUILDING

DITCH CENTERLINE

MAJOR CONTOUR

FENCE

GAS LINE

WATER LINE

LINEAR REMOVAL

WATER LINE

50MAJOR CONTOUR

MINOR CONTOUR

MINOR CONTOUR

@ AT

° DEGREE

Δ DELTA

Ø DIAMETER

# NUMBER, POUND

C CENTERLINE

O/S OUTSIDE SCREW

O/W OIL/WATER

R/S RISING STEM

S/W SIDEWALK

W/ WITH

AASHTO AMERICAN ASSOCIATION OF STATE

HIGHWAY AND TRANSPORTATION

OFFICIALS

AB AGGREGATE BASE

ABV ABOVE

AC ASPHALTIC CONCRETE

ACC ACCESSIBLE

ADJ ADJUST, ADJUSTABLE

AFB AIR FORCE BASE

AGGR AGGREGATE

ALGN ALIGNMENT

ALT ALTERNATE

AP ANGLE POINT

APRX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

ARV AIR RELEASE VALVE

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AVE AVENUE

AW AREA OF WORK

AWG AMERICAN WIRE GAUGE

AWWA AMERICAN WATER WORKS ASSOCIATION

B BUTT

BC BEGINNING OF CURB

BEG BEGIN

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BO BLOW OFF

BOT BOTTOM

BP BEGINNING POINT

BPA BACKFLOW PREVENTION ASSEMBLY

C CURB, COMMUNICATION

CB CATCH BASIN

CGP CONSTRUCTION GENERAL PERMIT

CI CURB INLET, CAST IRON

CIP CAST-IN-PLACE

CL CENTERLINE

CLR CLEAR

CLSM CONTROLLED LOW STRENGTH MATERIAL

CO CLEANOUT

CO/COR CONTRACTING OFFICER

COL COLUMN

COMM COMMUNICATION

COMP COMPACTED

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CP CONTROL POINT, CULVERT PIPE

CRHFS COMBAT RESCUE HELICOPTER FLIGHT

SIMULATOR

CRNR CORNER

CSP CORRUGATED STEEL PIPE

CT COUNT

db DEVELOPMENT LENGTH OF BAR

D DEPTH, DIAMETER

DEG DEGREE

DEMO DEMOLITION

DI DUCTILE IRON

DIA DIAMETER

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DMH DRAINAGE MANHOLE

DSJ DOWEL SAWCUT JOINT

E EAST, EASTING, ELECTRIC

EA EACH

EC END OF CURB

ED END OF PAVEMENT

EDC EDGE OF CONCRETE

EG EXISTING GRADE

EJ EXPANSION JOINT

EL, ELEV ELEVATION

ELEC ELECTRIC

EMCS EMERGENCY MANAGEMENT

CONTROL SYSTEM

EOS EQUIVALENT OPENING SIZE

EP EDGE OF PAVEMENT, END POINT

EQ EQUAL, EQUIPMENT

E&S EROSION AND SEDIMENTATION

ES ELECTRIC SECONDARY

EW EACH WAY

EX EXISTING

EXIST, EXST EXISTING

FDTN FOUNDATION

FES FLARED END SECTION

FF FINISHED FLOOR

FFE FINISH FLOOR ELEVATION

FG FINISH GRADE

FL FLANGE, FLOWLINE

FN FENCE

FOC FACE OF CONCRETE

FR FIBER ROLL

FT FOOT, FEET

G GAS

GA GAUGE

GB GRADE BREAK

GM GAS METER

GN GENERAL

GR GRADE, GROUND

GV GATE VALVE, GAS VALVE

H HORIZONTAL

HDPE HIGH-DENSITY POLYETHYLENE

HMA HOT MIX ASPHALT

HP HIGH POINT

HVAC HEATING, VENTILATION & AIR

CONDITIONING

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH, INCHES

INV INVERT

IP IRON PIPE

JT JOINT TRENCH

K K-VALUE

L ANGLE, LONG, LENGTH

LBS POUNDS

LF LINEAR FEET

LP LOW POINT

m METER

MAC MOBILE AIR COMPRESSOR

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

Mid MIDPOINT

MIL ONE-THOUSANDTH OF AN INCH

MIN MINIMUM

MISC MISCELLANOUS

MJ MECHANICAL JOINT

MPH MILES PER HOUR

MTR METER

MUTCD MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

N NORTH, NORTHING

NE NORTHEAST

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

NW NORTHWEST

NYSDOT NEW YORK STATE DEPARTMENT OF

TRANSPORTATION

OC ON CENTER

OD OUTSIDE DIAMETER

OFF OFFSET

OH OVERHEAD

OHE OVERHEAD ELECTRIC

OHP OVERHEAD POWER

OPG OPENING

OPP OPPOSITE

ORIG ORIGINAL

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OZ OUNCE

PAR PARALLEL

PC POINT OF CURVATURE,

POINT ON CONCRETE

PCC POINT OF CONTINUOUS CURVATURE,

PORTLAND CEMENT CONCRETE

PCF POUNDS PER CUBIC FEET

PERF PERFORATED

PERM PERMANENT

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE, PLATE

POB POINT OF BEGINNING

POC POINT OF CURVE

POE POINT OF ENDING

PR, PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE,

POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

QTR QUARTER

QTY QUANTITY

R RADIUS, RIGHT, REINFORCED

RD ROAD

REINF REINFORCE, REINFORCEMENT

REQD REQUIRED

RET RETAINING

ROW RIGHT OF WAY

RR RAILROAD

S SOUTH, SLOPE, SEWER

SAN SANITARY

SCH SCHEDULE

SD STORM DRAINAGE

SE SOUTHEAST

SEC SECOND

SECT SECTION

SIM SIMILAR

SL STREET LIGHT, SLOPE

SMH STORM MANHOLE, SANITARY MANHOLE

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

SVC SERVICE

SYM SYMBOL

SYMM SYMMETRICAL

SW SOUTHWEST

T TALL, TANGENT,

TELECOMMUNICATION,

THICK, THICKNESS

TB TELEPHONE BOX

TC TOP OF CONCRETE

TE THICKENED EDGE, TOP ELEVATION

TEMP TEMPORARY

TH THICK

TOC TOP OF CURB

TOPO TOPOGRAPHY

TOW TOP OF WALL

TRANS TRANSITION

TYP TYPICAL

T/C TOP OF CURB

UG UNDERGROUND

UGP UNDERGROUND POWER

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

UTM UNIVERSAL TRANSVERSE MERCATOR

V VERTICAL, VELOCITY

VAR VARIABLE

VC VERTICAL CURVE

VERT VERTICAL

VIF VERIFY IN FIELD

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

W WEST, WATER, WIDTH, WIDE

WD WIDTH

WGS WORLD GEODETIC SYSTEM

WSE WATER SURFACE ELEVATION

WT WEIGHT

WV WATER VALVE

WWF WELDED-WIRE FABRIC

XCOM EXISTING COMMUNICATION

XSECT CROSS SECTION

WATER VALVE

L

COMMCOMMUNICATION DUCT BANK

CENTERLINE

FIXED/REMOVABLE BOLLARD

CONCRETE EDGE

COMMUNICATION LINE

GRAVEL EDGE

GRADE BREAK

0000SITE LAYOUT POINT

N 0000000.000 E 0000000.000

POINT LABELING

COORDINATE POINT

NORTHING

COORDINATE

EASTING

COORDINATE

POINT NUMBER

SANITARY SEWER LINE

SANITARY SEWER/UNKNOWN SIZE LINE

S

THRUST BLOCK

SANITARY SEWER MANHOLE

CLEARING AND GRUBBING

ASPHALT TOP COURSE RESTORATION

TRANSFORMER

TB

BOLLARD

CONTROL POINT

CATCH BASIN

ELECTRIC MANHOLE

FIRE HYDRANT

GUY WIRE

SANITARY SEWER MANHOLE

TELEPHONE PEDESTAL

UTILITY POLE

WATER MANHOLE

COMMUNICATIONS VAULT

SEEDING

0000GRADING POINT

POINT NUMBER

ELECTRICAL LINE

CONCRETE PAVEMENT/SIDEWALK

STRUCTURAL CONCRETE

GAS LINE

FIRE HYDRANT

STORM SEWER MANHOLE

G

ELECTRIC LINE E

FORCE MAIN FM

ITEM TO BE REMOVED

CONCRETE TO BE REMOVED

FULL DEPTH ASPHALT TO BE REMOVED

ASPHALT TOP COURSE TO BE MILLED

PAVERS

CONCRETE CURB

ACCESSIBLE PATH

SIGN

CBRECTANGULAR CATCH BASIN

LIGHT POLE

STABILIZED CONSTRUCTION ENTRANCE

LIMIT OF DISTURBANCE LOD

INLET PROTECTION

CONSTRUCTION FENCE CF

SILT FENCE SF

CWSCONCRETE WASHOUT STATION

EXISTING EDGE OF PAVEMENT ELEVATION

EXISTING SPOT ELEVATION 49.50

EP

49.50

STORM DRAIN LINE SD

CONCRETE CURB

FORCE MAIN LINE

UNKNOWN UTILITY LINE

STORM SEWER LINE

WALL

FIRE SERVICE LINE

GAS VALVE GV

WATER VALVE WV

SIGN

LIGHT POLE

CLEANOUT CO

STORM SEWER MANHOLE

COMMUNICATIONS VAULT

ROOF DRAIN LINE

ROOF DRAIN

TREE

TRENCH DRAIN

SPOT ELEVATION 49.50

CURB ELEVATIONS

TC: 50.00

BC: 49.50

BORING HOLE BH

PROPOSED SPOT ELEVATION

49.50

49.50 49.50

PROPOSED EDGE OF PAVEMENT ELEVATION

EP

49.50

PROPOSED TOP OF CURB

T/C 49.50

SAWCUT LINE

SHRUB

LIMIT OF WORK LOW

MECHANICAL EQUIPMENT

LIMIT OF GRADING

FLOW DIRECTION ARROW

POST INDICATOR VALVE P.I.V.

DEMOLISHED FEATURES

FULL DEPTH LIGHT-DUTY

ASPHALT PAVEMENT

FULL DEPTH HEAVY-DUTY

ASPHALT PAVEMENT

D

TEMPORARY CONTRACTOR

PARKING AND/OR STAGING

LANDSCAPING

CHAIN LINK FENCE

JAMWILLIAM

GENERAL NOTES

1. A REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD

INSURANCE RATE MAPS (FIRM) SHOWS THAT THE MAJORITY OF THE PROJECT SITE

IS LOCATED IN A FEMA ZONE X - AREA OF MINIMAL FLOOD HAZARD. ACCORDINGLY,

THE SITE IS NOT SUBJECT TO INUNDATION BY THE 1 PERCENT ANNUAL CHANCE

FLOOD (OR 100-YEAR FLOOD) (FLOOD MAP 36103C0759H, EFFECTIVE ON

09/25/2009).

2. SUBSURFACE UTILITIES AND OTHER FEATURES ARE CONSIDERED APPROXIMATE

AND ARE SUBJECT TO FIELD VERIFICATION BY INVESTIGATIVE MEANS INCLUDING

"POTHOLING" OR VIDEO INSPECTION IN ORDER TO VERIFY LOCATION OR

CONTINUITY OF VARIOUS UTILITES. DEPENDING ON THE OUTCOME OF FURTHER

INVESTIGATION, IT MIGHT ENTAIL THE RELOCATION OF CERTAIN UTILITIES OR

OTHERWISE WORKING AROUND THE UTILITES TO ENSURE A WORKABLE SOLUTION.

3. CONTRACTOR TO MATCH FINISHED GRADE OVER PROJECT AREA. IF PONDING

AREAS ARE ENCOUNTERED, CONTRACTOR TO ADJUST GRADING MINIMALLY TO

PROVIDE POSITIVE DRAINAGE TO INLETS WHILE MAINTAINING EXISTING

ELEVATIONS OF ALL FIXED STRUCTURES AND ELEVATIONS AT PERIMETER

FENCELINE.

DEMOLITION NOTES

SITE PREPARATION AND EXCAVATION

1. THE CONTRACTOR MUST CALL 811 - DIG SAFE - TO FIELD VERIFY THE LOCATION

OF EXISTING UTILITIES PRIOR TO SITE DISTURBANCE AND EXCAVATION. THE

CONTRACTOR SHALL COORDINATE ALL UTILITY LINE NOTICES OF

DISTURBANCES ON A CONCURRENT BASIS WITH THE CONTRACTING OFFICER

AND ALL AUTHORITIES HAVING JURISDICTION.

2. THE CONTRACTOR SHALL CONDUCT HAND EXCAVATIONS WHEN WITHIN 18

INCHES OF A UTILITY OR AS OTHERWISE REQUIRED PER GOVERNING UTILITY

REGULATIONS FOR PERIODS WHEN ESTABLISHING UTILITY DISCONNECTION.

3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING

UTILITIES.

4. THE CONTRACTOR SHALL COORDINATE THE DEMOLITION OF THE SITE WORK

WITH THOSE OF THE OTHER DISCIPLINES INCLUDING TELECOMMUNICATIONS,

ELECTRICAL, MECHANICAL, AND FIRE SUPPRESSION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND PROPERLY CAP

AND VALVE ALL CUT UTILITY LINES AS DIRECTED BY AND IN ACCORDANCE

WITH THE REQUIREMENTS OF THE UTILITY COMPANY AND ALL AUTHORITIES

HAVING JURISDICTION.

6. IF ANY CONTAMINATED SOILS ARE ENCOUNTERED, ALL SUCH SOIL SHALL BE

REMOVED AND LEGALLY DISPOSED OF OFF SITE IN ACCORDANCE WITH AN

APPROVED CONTAMINATED SOILS DISPOSAL PLAN TO BE PROVIDED BY THE

CONTRACTOR AND SUBJECT TO THE REVIEW AND APPROVAL OF THE

CONTRACTING OFFICER AND ALL AUTHORITIES HAVING JURISDICTION.

1. IN PREPARING THE SITE FOR CONSTRUCTION, ALL DELETERIOUS

MATERIALS SHALL BE COMPLETELY REMOVED FROM THE

CONSTRUCTION AREA AND ANY OTHER AREAS WHICH ARE TO BE CUT OR

RECEIVE FILL. AFTER CLEARING AND STRIPPING IS COMPLETE, THE AREA

SHALL BE CHECKED BY THE CONTRACTING OFFICER (CO/COR) TO

DETERMINE THAT THE CLEARING AND STRIPPING HAS BEEN SUFFICIENT.

ALL SURFACE VOIDS REMAINING AFTER THE CLEARING AND STRIPPING

OF VEGETATION AND OTHER DELETERIOUS MATERIALS SHALL BE

BACKFILLED AND COMPACTED AND THE ENTIRE AREA BLADED TO

PROVIDE ADEQUATE DRAINAGE, EXCEPT, IN AREAS TO BE IMMEDIATELY

EXCAVATED. THE GOVERNMENT MAY DIRECT THAT THE OPENINGS NOT

BE BACKFILLED.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL

EXCAVATION, TRENCHING, AND SHORING ARE PERFORMED IN A MANNER

THAT COMPLIES WITH LOCAL REGULATIONS AND OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION (OSHA) REGULATIONS FOR

CONSTRUCTION.

3. ALL VEHICLES ON SITE SHALL BE MONITORED FOR PETROLEUM LEAKS

AND RECEIVE PROPER PREVENTATIVE MAINTENANCE TO REDUCE THE

CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE CLEANED UP

IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER PETROLEUM

PRODUCTS SHALL NOT BE DISCHARGED ONTO GROUND OR INTO WATER

BODIES. PETROLEUM PRODUCTS USED ON-SITE SHALL BE APPLIED

ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS.

4. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE

CONTRACTING OFFICER AND ASSOCIATED UTILITY COMPANIES AND

AGENCIES BEFORE PROCEEDING WITH ANY EXCAVATION.

5. ALL SOIL FILL AND BACKFILL MATERIALS SHALL BE APPROVED BY THE

GOVERNMENT BEFORE USE. ANY MATERIAL BROUGHT FROM OFF-SITE

BORROW AREAS SHALL BE APPROVED PRIOR TO DELIVERY AT THE

PROJECT SITE, AND SHALL BE CLEAN AND FREE OF ANY CONTAMINATED

AND HAZARDOUS MATERIALS. ACCEPTABLE BACKFILL MATERIALS

INCLUDE CRUSHED ROCK, WELL-GRADED SAND AND GRAVEL, AND LEAN

CLAY EXHIBITING A LIQUID LIMIT OF LESS THAN 45 PERCENT AND A

PLASTICITY INDEX OF LESS THAN 20 PERCENT. SATISFACTORY SOIL

MATERIALS FOR STRUCTURAL FILL ARE DEFINED AS THOSE COMPLYING

WITH ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GM, SM, SW, ML,

AND CL AND MAY INCLUDE GP, GC, SP, AND SC SOILS. UNSATISFACTORY

SOILS INCLUDE THOSE COMPLYING WITH ASTM D 2487 SOIL

CLASSIFICATION GROUPS MH, CH, OL, OH, AND PEAT. SOIL FILL SHALL

NOT INCLUDE ANY ROCKS LARGER THAN 4 INCHES IN DIAMETER OR ANY

SIGNIFICANT AMOUNT OF ORGANICS OR DEBRIS. ANY ROCKS IN A

COHESIVE FILL SHALL BE COMPLETELY CONTAINED WITHIN A SOIL

MATRIX. MATERIAL OTHER THAN SOIL, SAND, AND GRAVEL SHALL BE

CONSIDERED DELETERIOUS MATERIAL UNLESS CO/COR STATE

OTHERWISE AFTER VISUAL INSPECTION OF THE MATERIAL. DELETERIOUS

MATERIAL SHALL NOT BE UTILIZED IN SITE FILLS, REGARDLESS OF

WHETHER IT IS FROM AN ON-SITE SOURCE OR DELIVERED TO THE SITE.

DELETERIOUS MATERIAL WILL INCLUDE ANY ORGANIC MATTER, WOOD,

METAL, AND METAL OR PLASTIC PIPING.

6. STRUCTURAL FILL SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF

THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED

PROCTOR TEST, ASTM D 1557 FOR FIELD TESTS. THE MOISTURE

CONTENT OF FILL MATERIALS SHALL BE CONTROLLED TO WITHIN 3

PERCENT OF THE OPTIMUM WATER CONTENT AS DETERMINED BY THE

MODIFIED PROCTOR TEST, ASTM D 1557. ALL SOIL FILL SHALL BE PLACED

IN LIFTS 8 INCHES OR LESS IN LOOSE THICKNESS FOR MACHINE

COMPACTORS AND 4 INCHES OR LESS IN LOOSE THICKNESS FOR HAND

COMPACTORS. THICKER LIFTS SHALL ONLY BE UTILIZED WITH THE

PERMISSION OF THE GOVERNMENT OR HIS REPRESENTATIVE, PROVIDED

THAT COMPACTION REQUIREMENTS ARE MET.

7. AFTER PROOF-ROLLING, THE EXPOSED SUBGRADE SHALL BE SCARIFIED

TO A MINIMUM DEPTH OF 6 INCHES AND PROPERLY MOISTENED AND

RECOMPACTED TO SITE STANDARDS BEFORE PLACING FILL. FILL

PLACEMENT AND PROOF-ROLLING OF THE EXPOSED SUBGRADES SHALL

BE MONITORED BY THE GOVERNMENT TO VERIFY THAT UNSUITABLE

MATERIALS ARE NOT PRESENT AND THAT PROPER PLACEMENT AND

COMPACTION OF MATERIALS HAS BEEN ACCOMPLISHED. ALL EXPOSED

SUBGRADE SURFACE SHALL BE SYSTEMATICALLY PROOF-ROLLED

BEFORE PLACEMENT OF STRUCTURAL FILL. COMPACTION OF ROCK FILL

AND OTHER FILL THAT WILL BE SUBJECT TO PERFORMANCE CRITERIA

SHALL BE OBSERVED BY THE GOVERNMENT.

8. IN ADDITION, ANY MATERIAL THAT IS TO BE UTILIZED AS FILL SHALL NOT

BE PLACED ON TOP OF A FROZEN SURFACE. ALL LAYERS OF FROZEN

GROUND AND FROZEN MATERIALS SHALL BE REMOVED IN ORDER TO

PREPARE A PROPER FOUNDATION FOR CONSTRUCTION. FURTHERMORE,

THE MATERIAL BEING PLACED FOR FILL AND BACKFILL SHALL NOT

CONTAIN ANY FROZEN MATERIAL.

9. CONSTRUCTION SPECIFICATIONS SHALL REQUIRE AT LEAST ONE

IN-PLACE DENSITY TEST OF THE COMPACTED FILL FOR EVERY 5,000

SQUARE FEET OF FILL WITH A MINIMUM OF ONE TEST FOR EACH LIFT.

FOR BACKFILL AROUND STRUCTURES, CONSTRUCTION SPECIFICATIONS

SHALL REQUIRE AT LEAST ONE IN-PLACE DENSITY TEST OF THE

COMPACTED FILL FOR EVERY 150 FEET OF TRENCH WITH A MINIMUM OF

ONE TEST FOR EACH LIFT. EACH LIFT SHALL BE TESTED FOR

COMPACTION COMPLIANCE BEFORE THE NEXT LIFT IS PLACED.

10. BEFORE FILL OPERATIONS BEGIN, REPRESENTATIVE SAMPLES OF

PROPOSED FILL MATERIALS SHALL BE TESTED FOR DETERMINATION OF

LABORATORY COMPACTION CHARACTERISTICS IN ACCORDANCE WITH

ASTM D 1557. GRADATION TESTING SHALL BE CONDUCTED IN

ACCORDANCE WITH ASTM D 422 AND ASTM C 136/C 136M. LIQUID AND

PLASTIC LIMIT DETERMINATIONS SHALL ALSO BE ACCOMPLISHED IN

ACCORDANCE WITH ASTM D 4318 TO VERIFY MATERIAL CLASSIFICATION

AND EVALUATE SHRINK/SWELL POTENTIAL.

ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR PERSONNEL, VEHICLES,

EQUIPMENT, AND DELIVERIES ARE ILLUSTRATED ON THE CONSTRUCTION ACCESS

PLAN (SHEET C-004) AND ARE SUBJECT TO THE APPROVAL OF AIRPORT AND THE

CONTRACTING OFFICER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE SITE HAUL ROUTES WITH APPROPRIATE JURISDICTIONS THAT ARE

AFFECTED BY THE ROUTE. ACCESS ROUTES AND SITE HAUL ROUTES ARE

SUBJECT TO CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER AND MAY

CHANGE BASED ON OPERATIONAL REQUIREMENTS OF THE AIRPORT.

2. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED ACCESS

WILL BE PROVIDED AT ALL TIMES FROM THE ROAD TO THE STAGING AREA AND

FROM THE STAGING AREA TO THE WORK SITE. THE MAINTENANCE OF HAUL ROADS

SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL

COST TO THE GOVERNMENT.

3. CONTRACTOR SHALL COORDINATE HIS/HER ACTIVITIES THROUGHOUT THE

PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL EXISTING

ROADWAYS AT ALL TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S

RESPONSE TIME.

4. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO CONSTRUCTION

ACTIVITIES, CONTRACTOR SHALL NOTIFY AIRPORT, POLICE, LOCAL FIRE

AUTHORITY, AND ALL OTHER EMERGENCY SERVICES OF THE CLOSURE.

5. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS WITHIN THE

CONSTRUCTION LIMITS UNLESS COORDINATED OTHERWISE WITH THE

CONTRACTING OFFICER.

6. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM DEBRIS

CAUSED FROM CONSTRUCTION ACTIVITY ON A DAILY BASIS.

7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING AND STOCKPILE

AREA FOR MATERIALS AND EQUIPMENT. LOCATION OF CONTRACTOR'S STAGING

SHALL BE AS ILLUSTRATED ON THE CONSTRUCTION ACCESS PLAN AND IS

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER. CONTRACTOR MAY

SUBMIT ALTERNATIVES TO THE STAGING AREA LOCATIONS AS SHOWN.

CONTRACTOR'S STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF

THE CONTRACTING OFFICER.

8. CONTRACTOR SHALL USE STAGING AREA FOR MATERIAL STORAGE AND VEHICLE

PARKING. CONTRACTOR VEHICLE AND EQUIPMENT SHALL ONLY BE WITHIN THE

DESIGNATED STAGING AREA.

9. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE AS SHOWN ON PLAN.

WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE CONTRACTOR'S

CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE PARKED IN THE

CONTRACTOR'S STAGING AREA.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY

POLICE WHEN ENTERING THE BASE AND MAY EXPERIENCE DELAYS.

11. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING

CONSTRUCTION SHALL BE SEEDED AND MULCHED, AND RETURNED TO ORIGINAL

OR BETTER CONDITION UPON CONCLUSION OF CONSTRUCTION ACTIVITIES.

12. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48 HOURS TO THE

CONTRACTING OFFICER REGARDING CONSTRUCTION DELIVERIES PRIOR TO

THOSE DELIVERIES. DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY, 8:00 AM

TO 3:00 PM.

13. CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY PAINTED SIGN,

MEETING CONTRACTING OFFICER APPROVAL, AT THE CONSTRUCTION ENTRANCE

TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE CONSTRUCTION SITE.

THE SIGN SHALL CONFORM TO DIVISION I OF THE PROJECT'S SPECIFICATIONS.

14. SITE SHALL BE CLOSED OFF THROUGH THE USE OF TEMPORARY FENCE AT THE

CONTRACTOR'S EXPENSE.

15. ADDITIONAL SECURITY ACCESS PROCEDURES WILL BE ADDRESSED AT THE

PRE-CONSTRUCTION MEETING.

COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT, SUBJECT

TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE PRESENT

ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS WHILE

SUBCONTRACTORS ARE ON-SITE. THE SUPERINTENDENT SHALL BE

DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO

SHALL BE AVAILABLE ON A 24-HOUR BASIS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT

COORDINATION BETWEEN ANY SUBCONTRACTORS AND THE CONTRACTING

OFFICER. ALL CONSTRUCTION ACTIVITIES PLANNED BY THE CONTRACTOR

SHALL BE REVIEWED AND APPROVED BY ARMY NATIONAL GUARD AND THE

CONTRACTING OFFICER.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR CONTRACTOR'S

USE IN CASE OF AN EMERGENCY:

3.1. EMERGENCY: 911

3.2. AIRPORT MANAGER, ANTHONY CEGLIO: 631-852-8095

3.3. POLICE DEPARTMENT: 631-288-3444

3.4. BASE DEFENSE OPERATIONS CENTER (BDOC): 631-723-7478

3.5. GABRESKI ARMY NATIONAL GUARD BASE FIRE DEPARTMENT: 631-723-7570

TRAFFIC CONTROL

1. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH

COMPANY PAINT DESIGNS, INSIGNIAS OR OTHER COMPANY MARKINGS,

WHICH ARE CLEARLY VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES

TO SOUND AN ALARM WHEN MOVING IN REVERSE.

3. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON EXISTING

PAVEMENT THAT IS TO REMAIN.

4. NO PEDESTRIAN TRAFFIC INSIDE THE CONSTRUCTION LIMITS WILL BE

PERMITTED. PROVIDE ADEQUATE TRAFFIC PLAN AND DISTRIBUTE

SIGNAGE WARNING PEDESTRIANS OF CONSTRUCTION HAZARDS. SUBMIT

PLAN TO CONTRACTING OFFICER FOR APPROVAL.

5. ANY DAMAGE TO ROADS AND PAVEMENT DUE TO CONSTRUCTION

EQUIPMENT OR CONSTRUCTION TRAFFIC SHALL BE REPAIRED TO THEIR

ORIGINAL CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST TO

THE GOVERNMENT AND TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE

CONSTRUCTION WORK AREAS BY TEMPORARY FENCE APPROVED BY THE

CONTRACTING OFFICER.

7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL

DEVICES, THE CONTRACTOR SHALL REQUEST THE CONTRACTING OFFICER

TO SCHEDULE AN INSPECTION.

US Army Corps of Engineers ®

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C-002

JAMWILLIAM

EROSION AND SEDIMENT CONTROL NOTES

1. ALL WORK SHALL BE…